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D Nagesh Kumar, IIScOptimization Methods: M6L1 1 Dynamic Programming Applications Design of Continuous Beam
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D Nagesh Kumar, IIScOptimization Methods: M6L1 2 Objectives To discuss the design of continuous beams To formulate the optimization problem as a dynamic programming model
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D Nagesh Kumar, IIScOptimization Methods: M6L1 3 Design of Continuous Beam Consider a continuous beam having n spans with a set of loadings W 1, W 2,…, W n Beam rests on n+1 rigid supports Locations of the supports are assumed to be known W1W1 0 L1L1 W2W2 1 L2L2 2 WiWi i-1 LiLi W i+1 i L i+1 i+1 WnWn n-1 LnLn n
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D Nagesh Kumar, IIScOptimization Methods: M6L1 4 Design of Continuous Beam …contd. Objective function: To minimize the sum of the cost of construction of all spans Assumption: Simple plastic theory of beams is applicable Let the reactant support moments be represented as m 1, m 2, …, m n Complete bending moment distribution can be determined once these support moments are known Plastic limit moment for each span and also the cross section of the span can be designed using these support moments
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D Nagesh Kumar, IIScOptimization Methods: M6L1 5 Design of Continuous Beam …contd. Bending moment at the center of the i th span is -W i L i /4 Thus, the largest bending moment in the i th span can be computed as Limit moment for the i th span, m_lim i should be greater than or equal to M i for a beam of uniform cross section Thus, the cross section of the beam should be selected such that it has the required limit moment
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D Nagesh Kumar, IIScOptimization Methods: M6L1 6 Design of Continuous Beam …contd. The cost of the beam depends on the cross section And cross section in turn depends on the limit moment Thus, cost of the beam can be expressed as a function of the limit moments Let X represents the vector of limit moments
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D Nagesh Kumar, IIScOptimization Methods: M6L1 7 Design of Continuous Beam …contd. The sum of the cost of construction of all spans of the beam is Then, the optimization problem is to find X to Minimize satisfying the constraints. This problem has a serial structure and can be solved using dynamic programming
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D Nagesh Kumar, IIScOptimization Methods: M6L1 8 Thank You
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